HomeMy WebLinkAboutSTRUCTURAL ENGINEERING CALCULATIONSWAWA #5380
Ft. Pierce,*L
FSCI'CL v w
J,AN 1 2' 202z FILE CuPY
St, Lucie county 1z7
Permitting ,,
Celebrating 52 Years of Quality Manufacturing and Service
Color Reference
REVIEWED EC��
BODE C®MPLIANK-'
Sit. LUCIE COUNTY
FILE COPY
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SIGN & AWNING CO INC
4590 118TH Avenue North
Clearwater, Florida 33762
www.thomassign.com
WAWA # 5380
Design Number:
78767
Installation Address:
121 S. Kings Highway
Ft. Pierce, FL
34945
Project Identity Number:
85144
TSA BB
MBy 110.25.21
Project Updates:
11.09.21 MBV- Addedlandscaping
OUnderwriters
�L laboratories, Inc.
LISTING E89514
ELECTRIC SIGN
COMPLIES TO UL 48
MIS ARTICLE IS wTENDED M BE DISTALLED IN ACCORDANCE
Wml THE REOUIRENENTS OF ARTICLE IM OF THE NATIONAL
ELELTRIGL LODE ANDIOR OTHER APPLICABLE LOCAL CODES.
THIS NLLUDES PROPER GROUNDINGAND BONDING OFMIE SIGN.
TM
3MTM MCSTM Warranty
❑ Approved
DATE:
❑ Approved as noted
DATE:
❑ Revise & Re -Submit
DATE:
The designs, concepts, drawings and
specifications provided are the eulusiw:
property ofThomas Sign & Awning Company
and may not be reproduced in any way, shape
or fashion without the express written permission
of Thomas Sign & Awning Company
WAWA #5380
Ft. Pierce, FL
15'-0"
STREET SIDE 8'-6"
8'-4"
8'-2"
8'-0"
L.7 1 1 /4d
2'-6' --I
Dia.
Custom DIN Monument Dis
SWITCH
15' OAH - C
2"x 2" x 3/16'
Alum. angle framing
bolted to Steel An le
x' dia. Main Steel
Support
Saddle 2'x 2"x 3/16'
Steel Angle welded
to pipe
SADDLE DETAIL -SCALE: NTS
M
BUIL13ING SIDE
2'-6„
L2'-2„
2'-O"
1'-10"-TII
DECORATIVE
CAP DETAIL I NTS
(T'"
'
DECORATIVE
CAP DETAIL I NTS
�2
0'-2" 1
L
- 1
1
*--GRADE
2'-8"
3,-4„
3'-8"
8" Dia Standard Weight Steel Pipe
(8.63"0.13, 0.322"Wall),
ASTM A500 Grade C
�-- 2'-6" --I Drilled Pier,
D'Ia. Unrelnforced
3,000 psi Concrete
SCALE:1/4"= l'-O"
NEMA BOX PRIMARY
(QTY:2)
NEMA BOX SECONDARY
(QTY:1)
ELECTRICAL CONSIDERATIONS:
SEPARATE DEDICATED ELECTRICAL CIRCUIT(S) FOR
EMC DISPLAYS
QTY.2 - 60-12OV-108264-DE LED PS 2.OA
QTY.6 - SELF-CONTAINED GAS PRICE UNITS 5.46A
TOTAL AMPS: 7.46A
Celebrating 51 Years of Quality Manufacturing and Service
5 PAINT COLORS 5 ELECTRICAL NOTES V1 VINYL COLORS 5 FABRICATION NOTES
7,_7„
F7 P3
® FCO Detail
\�oxII 111//����/
\\\� �C.p000AF
No 80640
j
� `. STATE OF
Scale: 1/2"=V-0"
SECTION DETAIL I
INSTALLATION INSTRUCTIONS
.A /A11
rrrrrrrrrr,°r'rri/irigirr,rrrirria
rir„rrrr
rrrrrrrrrriirrriii,,,,rr�i
Adhesive
NOTE:
Threaded studs with 1" minimum
embedment and install with
NTS HILTI HIT-HY 10 PLUS ANCHOR
ADHESIVE
TYPICAL SIGN' FRAME
i 2 1. 2x2"3/16 Aluminum
2. Fillet welded joints
3.3M Scotch -Weld
4. Aluminum Faces
3
4
I MASONRY BASE DETAILS (BY OTHERS) I
1. #4 BAR, EMBEDDED 4' INTO SLAB
IN HOLE FILLED WITH HILTI
10 PLUS ADHESIVE
2. MASONRY BLOCK BASE WIT
STONE VENEER
3. G' THICK CONCRETE SLAB
10'- 0" 1
r
i
1. =1W
Z2v 1 -
Q�&7
TOTAL SQFT = 100
PART # X
ESTIMATE # X
Material for Free Standing Sign
EXT. FILLER•.080"ALUMINUM SHEETING
FRAMING 2"X2"X3116"ALUM.ANGLE
FACES: .125"ALUMINUM SHEETING
CAB. TOPIBOTTOM• .063"ALUMINUM SHEETING
STONE SILL' BY OTHERS
POLE COVER%080"ALUMINUM SHEETING
SUPPORTS' DIRECT•BLIRIED STEEL PIPE
Colors 1
FILLER: TO MATCH EMS 07401 -SATIN
CAB. TOPiBoTTOM'JO MATCH WHITE -SATIN
POLE COVER -TO MATCH PINS 47A01- SATIN
STONE SILL' NIA
FACE BKGND' TO MATCH PMS 47401-SATIN
Fabrication .•
1) LED ILLUMINATED CHANNEL LETTERS(FACE LIT) -SEE PIS F
2) LED ILLUMINATED LOGO (REVERSE LIT) -SEE PG 20
3) FUELITE 3000 SERIES GAS PRICE DISPLAYS #SEE PIS30
4) FULL SIDEACCESSPANELS SECUREDWRH98X3/4'
FLUSH HEAD FASTENERS
5)1'IRNYLBORDER
6) 2"UNISTRUT
1) 3M #7725-13 TOMATO RED, I ST SURFACE
2) 3M #7725-46 KELLY GREEN,1 ST SURFACE
3) 3M#7725.57OLYMPICBLUE, ISTSURFACE
4) 3M#7725-10WHITE
PaintNotes
1) AKZO-NOBELTO MATCH PMS7401 SATIN
2) AKZO-NOBEL WHITE SATIN
1) ULAPPROVED DISCONNECT SWITCH IN4"X4"NEMA BOX,
I) SEPARATE DEDICATED ELECTRICAL CIRCUIT FOR EMC DISPLAYS
3) NEMA BOX I SURGE CARD ENCLOSURE (SEEPAGE 4 FOR DETAIL)
4) 16'MINWHIP /ELECTRICAL PRIMARY
FILE COPY
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY BOCC
SIGN & AWNING CO INC
4590118TH Avenue North
Clearwater, Florida 33762
www.thomassign.com
WAWA # 5380
Design Number:
78767
Installation Address:
Orange Ave & lGngs Hwy
Ft. Pierce, FL
Project Identity Number.
85144
TSA BB
MBV 08.27.21
Project Updates:
X
OUnderwriters
�L Laboratories, Inc.
LISTING E89514
ELECTRIC SIGN
COMPLIES TO UL 48
THIS ARTICLE IS INTENDED TO BE INSTALLm IN ACCOROAHCB
WRH THE REOLERETgMS OF AROSE BOB OF THE HAIIONAL
ELECTRICAL CODE ANDIOR OTHER APPLICABLE LOCAL CODES.
THIS INCLUDES PROPERGROUNDNGANO BOIGMOOFTHESIGN
TM
3MTM MCSTM Warranty
❑ Approved
DATE: _.-.-_._.._
❑ Approved as noted
❑ Revise & Re -Submit ��� ��
DATE:
The designs, Concepts, drawings and
specifications provided are the exclusive
WAWA #5380
Ft. Pierce, FL
3'-3"
2'-2"
Channel Letter Detail
Load:14.5%
Modules: 29
Watts: 8.7 of 60.0
PS: HanleyLED 60w
7'-2 5/8"
-- 2'-1 1/4" --�
ANCHOR LOCATIONS
Load: 53.3%
Modules: 40
Watts: 32.0 of 60.0
PS: HanleyLED 60w
Typ.
W A GOOSE W
A
13 mods 9 mods 29 mods 9 mods
9 mods
10.4 w 7.2 w 8.7 w 7.2 w
7.2 w
3.7 mod/ft2 5.1 mod/ft' 26.1 mod/ft' 3.6 mod/ft'
5.1 mod/W
3.537 sq ft 1.775 sq ft 1.113 sq ft 2.508 sq ft
1.775 sq ft
29,`Modules Hanley LED Phoenix PF-2030 Mini - HLEI) PF2030 .i
40:Modules'HE i LED PhoeriiwPF 2080,Red HLED PF2080R<;
69 Total Modules,, 40:7 Watts
2 Power-Suppit". Hanley LED -HanleyLED 60w
I0.709 sq ft, 54.133.4 penmeter/feet,
LED Layout
Scale: 3/4"=1'4'
TO.
3-1/4'
2'-5-
3-1/4"
2,,5"
3-1/4"
2,-5"
Celebrating 51 Years of Quality Manufacturing and Service
H PAINT COLORS 5 ELECTRICAL NOTES 2VINYL COLORS 5 FABRICATION NOTES
\\��� �'Q� �j
�G E N 8 2-3/8"
H 00
No 80640
* _
Vinyl Detail
' STATE OF 411
SCALE: 3/4" = 1'-0"
BILE COPY
..
PER FL BLDG CODE, 7TH ED (2020)
BASIC WIND SPEED, V
160 MPH
RISK CATEGORY
II
EXPOSURE CATEGORY
C
DESIGN WIND PRESSURE
62.1 PSF
FL CERTIFICATE OFAUTHORIZATION NO 31751
REVIEWED FOR Ir
NTS
CODE COI""PLIA ACE
ST. LUCIE COUNTY SOCC
TOTAL SOFT = 100
PART # X
ESTIMATE # X
IMMUhN5:.048•ALUMINUM DEPTH: S'
FACES: .187'#2783 RED ACRYUC-FLAT
TRIM CAP: 1"RED JEWELNETRIMCAP
LE.Da HANLEY LED -PHOENIX PF 2080 RED ROWS: t
FACES; #279
RETURNS INr:
RETURNS EXT:
TRIM CAP: R
LE.D,: RED
RETURrM .063"ALUMINUM DEPTH: 4"
FACES: .12S"ALUMINUM
STAND-OFFS: 1112" STAINLESS STEEL
LE.D-' HANLEYLED -PHOENIX PF-2030 MINI ROWS: I
FACES:
RETURNSEXT: TO MATCH PMS #874C BRONZE -SATIN
STAND-OFFS: NONE
LE,D,: WHITE
PaintNotes
1) AKZO-NOBEL TO MATCH PMS PMS 874C BRONZE
SATIN FINISH
VinylNotes
1) 3M #7725-13 TOMATO RED, I ST SURFACE
2) 3M #7725-46 KELLY GREEN, 1 ST SURFACE
3) 3M #7725-57 OLYMPIC BLUE, IST SURFACE
4) 3M#7725-IOWHITE
S) 3M#3730M•UOPAQUEBRONZE
Electrical Notes
1) WHITE LEDS (BOTH SIDES)
2) RED LEDS(BOTH SIDES)
3) POWER SUPPLIES - (BOTH SIDES
4 SIGN ISWIRED AS 15 ON SCHEMATIC FOR POWER SUPPLY)
irml Mucm LID-3
ELECTRICAL SPECIFICATIONS
LED MODULES=124 110 VOLT INPUT
HANLEY SECONDARY AMP,
TRANSFORMER VOLTS WATTS INPUT
2 H60W-PP52771 12 1 60 110.9
TOTAL 1,8
(1) 20 AMP-120 VOLT CIRCUIT REQUIRED -SIGN
(1) 20 AMP-120 VOLT CIRCUIT REQUIRED - PRICERS
r� e • rmg
SIGN & AWNING COINC
4590 118TH Avenue Nwth
Clearwater, Florida
800-526-3325,
www.thomassign=m
WAWA # 5380
Design Number:
78167
Installation Address:
Orange Ave & lCings Hwy
Ft. Pierce, FL
Project Identity Number.
85144
TSA 86
MBV 08.27.21
Project Updates: m..�.,
X
OUnderwriters
�L Laboratories, Inc.
LISTING E89514
ELECTRIC SIGN
COMPLIES TO UL 48
THIS ARTICLE IS INTENDED TO BE INATALLBO IN ACCORDIME
wnH THE REWiREMERM OF ARTICLE US OP THE RAT MAL
ELECTRICAL CODE ANDIOR OTHER AP0.1CMLS LOCA C0 &
TMSINCLUDESPROPERGROUNDMOAND MINNOW IMSION:
TM
3MTM MCSTM Warranty
Aee .
❑ Approved
DATE:__
❑ Approved as noted
DATE:
❑ Revise & Re -Submit
are the exc,mive
R & Awning Company
Iced In ary way, shape
xprelswr en PermbslDn
2 2of4
WAWA #5380
Ft. Pierce, FL
49.00
.X,;
•—i
?.00
... ... �_.' O
...
LIGHT SENSOR-----' FRONT VIEW
FACE DOOR LATCH
46.50 [11711— �
BOTTOM VIEW
5.00 [1271
0.88 [221 KNOCKOUT @4
FOR 1/2" CONDUIT FITTING
01.11 [28] KNOCKOUT @2
FOR 3/4" CONDUIT FITTING
4.50 [114] REAR VIEW
7.00 [1781
THIS IS A SINGLE FACED DROP -IN DISPLAY TO BE
MOUNTED IN A RECTANGULAR OPENING IN A LARGER SIGN.
DIMENSIONS ARE IN INCHES [MILLIMETERS].
USE HOLES IN THE FRONT FLANGES OF THE CABINET TO
ATTACH THE DISPLAY TO THE SIGN FACE USING (QTY 8) #10 STAIN-
LESS STEEL SELF -TAPPING SHEET METAL SCREWS.
THE OVERALL SIGN STRUCTURE MUST BE DESIGNED
WITH SUFFICIENT VENTILATION SO THATAIR AROUND THE
DISPLAY DOES NOT EXCEED 120-F [49-q.
THE DISPLAY IS FRONT VENTILATED. NO PORTION OF THE
FACE MAY BE COVERED.
SIGNAL INTERCONNECT CABLES ARE PROVIDED AND MUST BE
ROUTED AND CONNECTED WHEN MULTIPLE DISPLAYS ARE
INSTALLED WITHIN A SINGLE SIGN.
THIS DISPLAY IS A UL RECOGNIZED COMPONENT.
Daktronics Fuelight Gas Pricing D
Celebrating 51 Years -of Quality Manufacturing and Service
2.50 [64]
P LON SIGN DISPLAYTO INCLUDE:
• TY.2: FL-3000-18-11-13I GAS PRICING DISPLAYS
19.50 • TY.2:FL-3000-18-G-DI GAS PRICING DISPLAYS
[4851 TY. 2: FL-3000-18-W-DI GAS PRICING DISPLAYS
• �► L DIMENSIONS AND SPECIFICATIONS FOR INSTALLATION AND
E ECTRICAL REQUIREMENTS MUST BE CONSIDERED AND
++SIDE VIEW HEREDTO.
MOUNTING HOLES
+ � I
� I
� i I
+ � I
+ � I
4.00 [102] j I
I
�— 3.50 [891
3.50 [891
0 0
4.50 [14]
7. [00 178]
AS REQUIRED
I �
ALUM. FACE i
i
II i
46.50 [1181]
7
19.50 RECOMMENDED
[4951 SIGN FACE OPENING
L
SCALE: NTS
��\` DOUG
� ..�
No 80640 ,
r t*,
STATE OF
i
i0N
� II
Color) Capability:
One color (red, amber or green)
Viewing Angle:
140 degrees horizontal x
70 degrees vertical
Contrast Enhancement:
LEDs protrude through a punched
black metal face
Digit Design:
7-segment bar
Service Access:
Front access
Control:
Fuelink or alternate
TOTAL SQFT = 100
PART # X
ESTIMATE # X
Power.
120 VAC single phase;
240 VAC single phase
Display Dimming:
16 levels (automatic or manual control)
Communication Options:
Direct connect, Modem, Radio, Point of
Sale (POS) interface
Compliance Information:
UL Recognized, cUL Recognized
Reliability Features:
IP-67 rating on digits, drivers, power
supplies and cable connections
Digit Font Options:
Programmable digit segments
Single -face Max. Max. Max.
Single -face Cabinet Single -face Cabinet Weight Wafts Watts Watts
Digit Feet -inches Meters Pounds per Face per Face per Face
Height (H x W x D) (H x W x D) (kg) RED AMBER GREEN
1811 1110" x 411"x 3" 0.56 x 1.25 x 0.07
Dimensions
Digit
Model number size A B
FL-3000-18-DI 18" 1-7.5" 3-10.5"
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY BOCC
30 (14) 70 70 70
3000 Series Drop -in digit
FILE COPY
SIGN & AWNING CO INC
4590118TH Avenue North
Clearwater, Florida 33762
800-526-3325
www.thomassi,,gn.com
WAWA # 5380
Design Number:
78767
Installation Address:
Orange Ave & Kings Hwy
Ft. Pierce, FL
Project Identity Number:
85144
TSB 8
M8v y 08.27.21
Project Updates:
OUnderwriters
�L Laboratories, Inc:
LISTING E89514
ELECTRIC SIGN
COMPLIES TO UL 48
THIS ARDCLE IS INTENDED TO BE NSTUIED IN ACCORDANCE
WITH THE REGUIRDWITS OF ARSI E 600 OF THE NATIONAL
ElECTRIM CODE ANDIOR OTHERAPRICAHE LOLL CODES.
TNISINCLUDESPRCPERGROUNONGANDM GOFTHESO1L
TM
3MTM MCSTM Warranty
❑ Approved
_DATE:
❑ Approved as noted
DATE:
❑ Revise & Re -Submit
The design,, concept; dravdngs and
speclfl."..s provided are the ettlus ve
3 3of4
WAWA #5380
Ft. Pierce,-F-L———
I 01-11/
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n - Section Detail
Celebrating
r__--------- _
51 Years of Quality Manufacturing and Service IN
— 1— —_—T— ________- .--- j
,
I
1. PYLON SIGN DISPLAY CABINET
1 2. CLEAR POLYCARBONATE BACKS
I
I ff
-- - i-••-;----., r --- i- •- � 3. ALUMINUM FACES
I
I z 23 za
I I f; I I 4• ALUMINUM RETURNS
I
I '• ; ; I I 5. TECH SCREW ATTACHMENTTO ANGLE
6. ALUMINUM ANGLE FOR ATTACHMENT,, CAN TO BACK
� I,
1�'
I
7. 1/4"-20THRU BOLT
I 8. STAINLESS STEEL SPACER SLEEVE
I 9. LED UNITS
I
I '•' I 10. LED POWER SUPPLY
11. 1/2"WEATHERPROOF PASS THROUGH
12. ACRYLIC FACES
I
; I 13. 1"JEWELITE
14. ALUMINUM BACKS
I
I 15. ALUMINUM RETURNS
I
16. SCREW ATTACHMENT OF FACES
I___________
___-s___I --__--_—___I 17. DRAIN HOLES W/ LIGHT COVERS IF USED OUTDOORS
11
---------
------
-----------------I
18. 1/2 LISTED FLEX
19. BRANCH CIRCUIT (WIRING HOTTO HOT, NEUTRALTO NEUTRAL,
I
GROUND / BOND TO GROUND)
I
20. UL RATED WIRENUTS
I
►7 I
I
' ' I
I
I
21. PRIMARY ELECTRICAL SOURCE (1/2"MIN. CONDUIT) NEC
22. FL-3000 SERIES GAS PRICING DISPLAY- RED
1
23. FL-3000 SERIES GAS PRICING DISPLAY- GREEN
I
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I
24• FL-3600 SERIES GAS PRICING DISPLAY- WHITE
25. SINGLE POLE SINGLE THROW 120 VOLT WEATHERPROOF
I
I
I
I
DISCONNECT SWITCH RATED 20A-120/277V PER NEC 600-6
?
AND LOCATED WITHIN 50' IN SIGHT OF SIGN.
I -
- 1
26. NEMA BOX / SURGE CARD ENCLOSURE
I
1
27.2" UNISTRUT
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IDOUGfi
Oi
o 80640
STATF OF
'PIP
2v1_vZ6%
REVIEWED
:ODE COMPLIANCE
LUCIE COUNTY Ror
4590118TH Avenue North
Clearwater, Florida 33762
800-526-3325
www.thomassign.com
Installation Address:
Orange Ave & Kings Hwy
Ft. Pierce, FL
Project Identity Number:
85144
TSA BB
MBV -- 08.27.21 a
Project Updates:
OUnderwriters
�L Laboratories, Inc.
LISTING E89514
ELECTRIC SIGN
COMPLIES TO UL 48
THIS ARTICLE IS INTEND® TO BE RLSULLED w CCOMWOE
WITH THE REOUBEL®RTS OF ARRCIE WO OF THE W RONAL
ELECTRICAL CODE ANUIOR OTHER APPUCAEE LO CODES.
THIS INCLUDESPROPERGROUNDINGAROSCH IG OFTIESIGN.
3MTM MCSTM Warranty
❑ Approved
_DATE._ ,._.
❑ Approved as noted
DATE:
THOMAS
Sign & Awning Company, Inc.
4590118th Avenue North
Clearwater, Florida 33762
Florida Certificate of Authorization No. 31751
Installation Location: 121 S. Kings Hwy, Ft. Pierce, FL
Description: 15'-0" Tall Fuel Pricer Monument Sign
Engineering Calculations
Table of Contents
Structural Calculations
Client: Wawa #5380 Ft. Pierce
Project Identity No.: 85144
Design No.: 78767
Structural Engineering Calculations
Prepared by: John F. Dougherty, P.E.
Florida P.E. No. 80640
Code: Florida Building Code, 7th Edition (2020) - Building
Pages 1-11
\\��\\lI I I I ////,/
DOU Oyt�
i
No 80640
STATE OF
0%j
� V-I
J
Gccp// Z- I
THOMAS
Sign & Awning Company, Inc.
4590118th Avenue North
Clearwater, Florida 33762
Florida Certificate of Authorization No. 31751
Structural Calculations
Client: Wawa #5380 Ft. Pierce
Project Identity No.: 85144
Design No.: 78767
Prepared by: John F. Dougherty
Florida P.E. License No. 80640
Installation Location: 121 S. Kings Hwy, Ft. Pierce, FL
For free-standing solid signs, apply ASCE 7 provisions.
ASCE 7-16 Chapter 29 Wind Loads on Building Appurtenances and Other Structures...
Figure 29.3-1 Clearance ratio, s/h =
Aspect ratio, B/s =
Cf for Case A or B
Cfc1 for Case C, 0 to s
Cfc2 for Case C, s to 2s
Cfc3 for Case C, 2s to 3s
Cfc4 for Case C, 3s to 4s
Table 26.10-1; Kh =
Table 26.6-1, Directionality Factor, Kd
Section 26.8.2, Topographic factor, Kzt
Velocity pressure,
qz = qh = 0.00256 Kz Kzt Kd Vasd2 =
1.00
0.53 <2; Case C doesn't apply
1.54
0.00
0.00
0.00
0.00
0.85
0.85 for freestanding signs
1.00
47.3 psf
Section 26.11 gust effect factor, G 0.85
Design wind pressure (Case A) = qz G Cf = 62.1 psf
Eq. 29.3-1, F = qh G Cf As
Case A and Case B, FAB = 7454 lb
Case C, F1= qh G Cfc1 sZ =
0 lb applied s/2 =
Case C, F2 = qh G Cfc2 sZ =
0 lb applied 3s/2 =
Case C, F3 = qh G Cfc3 s2 =
0 lb applied 5s/2 =
Case C, F4 = qh G Cfc4 sz =
0 lb applied 7s/2 =
Total force, EF, =
0 lb
Lateral load, Flat = say qh G Cf Alat = 2018.74 lb (assumes Cf =1.00)
7.50 feet from end of sign
22.50 feet from end of sign
37.50 feet from end of sign
52.50 feet from end of sign
[To �be`shown on construction documents:
ULTIMATE DESIGN WIND SPEED, Vult(3-SECOND GUST): 160 mph'
k RISK CATEGORY: II
4 'EXPOSURE CATEGORY: C
DESIGN WIND PRESSURE: 62.1 psf_
2 of 11 9/28/21
THOMAS
Sign & Awning Company, Inc.
4590 118th Avenue North
Clearwater, Florida 33762
Florida Certificate of Authorization No. 31751
Installation Location: 121 S. Kings Hwy, Ft. Pierce, FL
For One Support Pole:
Case B ASCE 7, Fig. 29.3-1; FAB applied 0.213 =
Torsion = FAB (0.213) =
F applied 0.05h =
Pole base moment, MxB = FAB(0.55)h =
VXB = FAB =
VyB = Flat =
Pole base moment, MyB = VyB'(0.55h) =
Structural Calculations
Client: Wawa #5380 Ft. Pierce
Project Identity No.: 85144
Design No.: 78767
Prepared by: John F. Dougherty
Florida P.E. License No. 80640
1.60 feet from center of sign
11,926 ft-lb
0.75 feet above center
61,494 ft-lb*
7454 lb
2018.7 lb
16655 ft-lb*
Case C Total load, Vxc = FAB = 0 lb
Pole base moment, Mxc = Vxc (0.55)h = 0 ft-lb*
Torsion, T = F1(13/2-s/2) + F2 (13/2-3s/2) + F3 (13/2-5s/2) + F4 (13/2-7s/2)
T= 0 ft-lb
VyB = Flat = 2018.7 lb
Pole base moment, MyB = VyB (0.55h) = 16654.6 ft-lb*
Vx =
Mx=
Torsion
My=
Vy =
** Resultant V=(Vx2+Vy2)1/2 =
** Resultant M=(Mx2+My2)1/2 =
Case B
Case C
Maximum
7,454
0
7,454
61,494
0
61,494
11,926
0
11,926
16, 654.6
16, 654.6
16,655
2,018.7
2,018.7
2,019
7722
2019
7,722
63709
16655
63,709
lb
ft-lb at grade*
ft-I b
ft-lb at grade*
lb
lb
ft-lb at grade*
* Moment is greater below grade; see drilled pier design
** Use resultant base shear and moment for drilled pier design
For load combination 1.0 DL+0.6 Wind
Vx =
4,472 lb
Mx =
36,896 ft-lb at grade*
Torsion
7,156 ft-lb
My =
9,993 ft-lb at grade*
Vy =
1,211 lb
** Resultant V=(Vx2+Vy2)1/2 =
4,633 lb
** Resultant M=(Mx2+My2)1/2 =
38,226 ft-lb at grade*
3 of 11 9/28/21
THOMAS
Sign & Awning Company, Inc.
4590118th Avenue North
Clearwater, Florida 33762
Florida Certificate of Authorization No. 31751
Installation Location: 121 S. Kings Hwy, Ft. Pierce, FL
For short, free -head pier in cohesionless soil
Structural Calculations
Client: Wawa #5380 Ft. Pierce
Project Identity No.: 85144
Design No.: 78767
Prepared by: John F. Dougherty
Florida P.E. License No. 80640
Lateral load applied to pile at grade, Pa = 4,633 lb Torsion, T= 7156 ft-lb
Moment applied to pile at grade, Ma = 38,226 ft-lb
Resolve Pa and Ma into a load applied at a height a above grade
e = M/P = 8.3 feet
Diameter of the pier, b = 30 inches = 2.5 feet
Note: Thomas Sign's standard truck -mounted augers are 18, 30 and 36 inches diameter X 14' max depth,
48" diameter x 6' max depth
and the hand-held power auger has 6", 8" and 12" diameter bits.
Embedded length below grade, L = 7.0 feet
Assume angle of friction, � = 30 degrees
Rankine coefficient of passive pressure, Kp =
tan 2(45+�/2) = 3.00
Unit weight of soil, y = 110.0 pcf
Using Brom's method:
The load that will cause soil failure,
Pt = pbL3Kp/2/(e+L) = 9277.9 lb
Pt >= Pa; OK
Distance from grade down to the point of
zero shear (max moment),
f = (2Pa/(3 Y b Kp)1"2 = 1.93 feet
Mmax = Pa (e+f) - Pa f /3 = 44,203 ft-lb
Moment magnification = Mgrade/Mmax = 1.156
Check stresses in the sign pole embedded in concrete pier.
Perimeter area of pier, Ap = 27c(b/2)(12L) = 7917 sq in
Shear on soil -concrete interface=12T/(b/2)/Ap = 0.72 psi x144 = 104 psf
average soil pressure =110 pcf(L/2) = 385 psf
say friction coeficient, fr = 0.3
friction force = 115.5 psf
Factor of Safety against turning =115.5 / 104 = 1.11 > 1.00; OK
The auger -drilled pier spreads support reactions from the main steel support onto the supporting soil, but does not directly
carry structural shear or bending moments. Those forces remain in the main support, embedded in the pier. So the concrete
does not need to be reinforced to carry the loads.
4 of 11 9/28/21
THOMAS
Sign & Awning Company, Inc.
4590118th Avenue North
Clearwater, Florida 33762
Florida Certificate of Authorization No. 31751
Check: ASTM A�8,feFyP p
Structural Calculations
Client: Wawa #5380 Ft. Pierce
Project Identity No.: 85144
Design No.: 78767
Prepared by: John F. Dougherty
Florida P.E. License No. 80640
46 ksi
W (Ib/k)
A
OD
ID
tnom
ta",
Dlt
Ix
28.6
7.85
8.63
7.98
0.322
0.3
28.8
68.1
Zx
Sx
rx
l y
ZY
SY
ry
J
20.8
15.8
2.95
68.1
20.8
15.8
2.95
136
From drilled pier design, Max Resultant Moment, M =
44,203
ft-lb
Resultant Lateral load on pole, Rb =
4,633
lb
Torsion, T =
7,156
ft-lb
Free length of cantilever, h =
15.00
feet
Center of load applied above grade, H = 0.55h =
8.25
feet
Weight of sign =
840
lb
AISC Table B4.1, sect 15 DA =
28.80
°
In compression; Xr = 0.11 E / Fy =
69.35
>DA; non -slender element
In flexure; Xp = 0.07 E/Fy =
44.13
Xr = 0.31 E/Fy =
195.43
compact section
AISC Chapter E; Compression
AISC Section El Qc =
1.67
AISC Section E2 Effective length factor, K =
2.10
for cantilever
KI/r = K(12H)/rx =
70.47
AISC Section E3 4.71 (E/Fy)1/2 =
118
>= KI/r
AISC Eq. E3-4; Fe =
57.6
ksi
AISC Eq. E3-2; Fcr =
32.9
ksi
AISC Eq. E3-1; Pn = Fcr Ag =
259
kips
Allowable compression strength, Pc = Pn/S2c =
155
kips
Pole weight
28.6
Ib/ft
H
8.25
feet
Weight of pole =
236.0
lb
Weight of sign =
840
lb
Required compression, Pr =
1076.0
Ib =
1.08 <= 155; OK
1.08 kips
5 of 11 9/28/21
THOMAS
Sign & Awning Company, Inc.
4590118th Avenue North
Clearwater, Florida 33762
Florida Certificate of Authorization No. 31751
AISC Chapter F; Flexure
AISC Section F8
Section F8.1; Yielding
Sib =
0.45 E/Fy =
Eq. 178-1; Mn = Mp = FyZ =
Structural. Calculations
Client: Wawa #5380 Ft. Pierce
Project Identity No.: 85144
Design No.: 78767
Prepared by: John F. Dougherty
Florida P.E. License No. 80640
1.67
283.7 D/t < 0.45 E/Fy; Sect F8 Applies
957 kip -in
Section F8.2; Local Buckling
For compact sections Section F8.2 does not apply
For non -compact sections; Eq. F8-2; Mn = 1,061 kip -in
For slender walled sections; Eq. F8-3; Mn = 5,250 kip -in
Mn = 957 kip -in
Allowable moment, Mc = Mn/S2b = 573 kip -in
Required moment, Mr = 44,203 ft-lb = 530 inch -kip
530 <= 573; OK
AISC Chapter G; Shear nv = 1.67
Section G6; Lv is undefined since transverse shear is constant
Section G6; Eq. G6-2a; Fcr = N/A
Eq. G6-2b; Fcr = 146 ksi
Vn = Fcr Area / 2 = 574 kips
Allowable transverse shear, Vc = Vn/Qv = 344 kips
Required transverse shear, Vr = 4,633 lb = 4.63 kips
inch -kip
4.63 <= 344; OK
6 of 11 9/28/21
THOMAS
Sign & Awning Company, Inc.
4590118th Avenue North
Clearwater, Florida 33762
Florida Certificate of Authorization No. 31751
AISC Chapter H; Combined Forces
Section H3.1 S2t = 1.67
Structural Calculations
Client: Wawa #5380 Ft. Pierce
Project Identity No.: 85144
Design No.: 78767
Prepared by: John F. Dougherty
Florida P.E. License No. 80640
HSS torsional constant, C = 7t(OD-t)2t/2 =
32.70
Fcr is largest of eq. 113-2a and eq. H3-2b but shall not exceed 0.6Fy
Eq. 113-2a; Fcr =
158
ksi
Eq. 113-2b; Fcr =
112.8
ksi
0.6 Fy =
27.6
ksi
Use Fcr =
27.6
ksi
eq 113-1; Tn = Fcr C =
Allowable torsion, Tc = Tn/Ot =
Required torsion, Tr = 7,155.6 ft-lb =
902.5 in -kip
540.4 in -kip
85.87 inch -kip
85.87 <= 540; OK
AISC Section H3.2; eq. 113-6
(Pr/Pc)+(Mr/Mc)+((Vr/Vc)+(Tr/Tc)}2 <=1.00
0.96 <= 1.00; OK
Deflection
Deflection due to load Rb, A = Rb (12H)3/(3EIx) _
2(12H)/120 =
* Uses span = 2H in accordance with building code for cantilevers
Acceptable Shape
�Pipe10STD
Pipe10STD
Pipe8STD
_Pioe8STD
OD (in) Wall (in)
10.8
0.365
10.8
0.365
8.63
0.322
8.63
0.322
Material
0.76 inches
1.65 inches*
OK
40.5 ASTM A500 Grade C
40.5 ASTM A500 Grade B
•28.6 ASTM A500 Grade C
28.6 ASTM,A500 Grade B
Stress Defl'n
Ratio Ratio
0.536 0.2071
0.588
0.962 0.460 lightest, selected
1.057 0.460[—
7 of 11 9/28/21
THOMAS
Structural Calculations
Sign & Awning Company, Inc.
Client: Wawa #5380 Ft. Pierce
4590 118th Avenue North
Project Identity No.: 85144
Clearwater, Florida 33762
Design No.: 78767
Florida Certificate of Authorization No. 31751
Prepared by: John F. Dougherty
Florida P.E. License No. 80640
Installation Location: 4787 Radio Rd., Naples, FL
Attachment of Channel Letters to face of sign
Size of letters
Ww
a
logo
Height
2.17
1.67
1.33 feet
Width
2.33
1.42
2.10 feet
Area
5.055
2.366
2.805 sq. ft.
Letter thickness
0.417
0.417
0.333
Max dimension
2.33
1.67
2.10
Area
0.972
0.696
0.701 sq. ft.
Design wind pressure =
62.1 psf
Normal Force
Ww
a
logo
Area (sq ft)
5.05
2.37
2.80
Wind pressure (psf)
62.1
62.1
62.1
Design force (lb)
314.0
147.0
174.2
No of anchors per letter
4
3
4
Force per anchor
78.50
48.98
43.56 lb tension
Tension in bolts is
100%
100%
100% comprised of wind load
Shear Force
Ww
a
logo
Area (sq ft)
0.97
0.696
0.701
Wind pressure (psf)
62.1
62.1
62.1
Design force (lb)
60.4
43.2
43.6
No of anchors per letter
4
3
4
Force Fws per anchor (lb)
15.10
14.41
10.89 wind shear
Say letter weighs 5 psf, then
25.27
11.83
14.02 Ibs
No of anchors per letter
4
3
4
Gravity force Fg per anchor (lb)
6.32
3.94
3.51 gravity shear
Total shear force =
21.41
14.94
14.40 lb total shear
Shear is
30%
7%
24% comprised of dead load
and
70%
93%
76% comprised of wind load
Ww
a
logo
For load combination 1.0 DL + 0.6 Wind:
47.1
29.4
26.1 lb tension
15.4
10.7
9.04 lb shear
Standoff distance from face of wall
0.00
0.00
1.50 inches
Bending moment in shaft of fastener
0.00
0.00
13.6 inch -lb
8 of 11 9/28/21
THOMAS
Structural Calculations
Sign & Awning Company, Inc.
Client: Wawa #5380 Ft. Pierce
4590118th Avenue North
Project Identity No.: 85144
Clearwater, Florida 33762
Design No.: 78767
Florida Certificate of Authorization No. 31751
Prepared by: John F. Dougherty
Florida P.E. License No 80640
Determine required size of through bolts for the design forces:
Design Forces: Ww
Tension, PT: 47.1
a
logo
lb
29.4
26.1
Shear, P.: 15.4
10.7
9.04
lb
Moment, M: 0.00
0.00
13.6
inch -lb
Try Diameter = Q. inch
Area = 0.04911 0.04911 0.0491 sq in
For A307 galvanized bolts, tensile strength = 60,000 psi
From "Steel Construction Manual," 13th ed., AISC, Table 7-1
Allowable tensile stress, Fnt/D = 22,500 psi
Allowable shear stress, Fnv/Q = 12,000 psi
For fastener in standoff application, with moment = shear x standoff distance:
Assume O.D. of spacer sleeve = 2x fastener diameter
WWI
a I
logo
Spacer sleeve O.D. =
0.51
0.51
0.5 inch
Resolve moment M into force couple with distance = spacer sleeve radius
force in bolt due to M
0.00
0.00
54.24 lb
Total Tension, P'T:
47.10
29.39
80.37 lb
Tensile stress, ft = P'T/Area =
959
599
1637 psi
Shear stress, fv = PS/Area =
313
218
184 psi
Stress ratio = ft/(Fnt/n) + fv/(Fnv/0) = �!'
0.069
0.045
0.088
!
<= 1.00;
<= 1.00;
<= 1.00;
OK -_
_OK
OK
i
9 of 11 9/28/21
THOMAS
Sign & Awning Company, Inc.
4590 118th Avenue North
Clearwater, Florida 33762
Florida Certificate of Authorization No. 31751
Installation Location: 4787 Radio Rd., Naples, FL
Digital Fuel Price Display Mounted to Face of Sign
Size of digital price displays Height
Width
Area
Structural Calculations
Client: Wawa #5380 Ft. Pierce
Project Identity No.: 85144
Design No.: 78767
1.83 0.00 feet
4.08 0.00 feet
7.49 0.00 sq. ft.
0.00 ft (display mounted flush to sign face, not
Sign thickness exposed to lateral wind load)
Max dimension 4.08
For wind parallel to wall, Area = 0.00 sq. ft.
Normal Force
Max Area (sq ft) 7.49
Wind pressure (psf) 33.9
Design force (lb) 253.6
No of anchors
Force per anchor 31.7 lb tension
Tension in bolts is 100% comprised ofwind load
Shear Force Area (sq ft) 0.00
Wind pressure (psf) 62.1
Design force (lb) 0.0
No of anchors 8
Force Fws per anchor (lb) 0.00 wind shear
Sign area 7.49 sq. ft.
Assumed unit weight of sign 5 psf
Weight of sign, say 37.4 Ibs
No of anchors 8
Gravity force Fg per anchor (lb) 4.68 gravity shear
Total shear force = Fws+ Fg = 4.68 lb'total shear
Shear is 100% dead load
and 0% wind.load
!_r For load combination 1.0 DL + 0.6 Wind: 19.02 lb tension]
I 4.68 Ib shear
10 of 11 9/28/21
For #10 self -tapping sheet metal screws, screw head in contact with 1/8" alum. mounting plate
and screw head not in contact with 1/8" steel angle framing
See ICC Evaluation Service Evaluation Reports:
ICC ESR-3223 ITW Buildex TEKS
ICC ESR-2196 Hilti Self -Drilling ...Screws
ICC ESR-1976 ITW Buildex Self -Drilling Fasteners
ESR-3223
ESR-2196
ESR-1976
Tensile Pull -Out
404 lb
Table 2
Table 2
254 lb
Table 2
303 lb
Tensile Pull -Over
714 lb
Table 3
Table 3
943 lb
Table 3
1125 lb
Allow. Fast'r Tension
Table 4
866 lb
Table 5
455 lb
Table 5
2654 lb
Allow. Fast'r Shear
536 lb
Table 4
Table 5
405 lb
Table 5
1718 lb
Allow. Shear (Bearing)
475 lb
Table 5
Table 4
807 lb
Table 4
962 lb
Use allowable tension = 254 lb
and allowable shear = 405 lb
Stress ratio =19.0 / 254 + 4.7 / 405 = 0.09 <= 1.00; OK
11 of 11 9/28/21